HomeMy WebLinkAboutREVISION 3-2-19VFICE USE ONLY:
DATE FILED: I VL4 C\
REVISION FEE: —V� I
PERwT# \c�GvzS`4 I
RECEIPT #
NI$G & DEVELOPMENT SERVICES
�DING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 RECLEIVED
(772) 462-1553 JUL 0 2 ?919
APPLICATION FOR BUILDING PERMIT REVIS(ONS �jc c� jArity, Permitting
PROJECT INFORMATION I ST. � �--o
LOCATION/SITE
ADDRESS:
441& HIGHWAY AlA - QUEENS ISLAND P, ESERVE aka ACQUAVISTA LOT 2
DETAILED DESCRIP
REVISIONS:
Adiustments to frangible slab design
CONTRACTOR
STATE of FL REG.,
BUSINESS NAME:
QUALIFIERS NAN,
ADDRESS: 437 GF
CITY: HARMONY /
PHONE(DAYTPAI
NAME: VEl'
ADDRESS: -
CITY: MIAMI
PHONE (Di
NAME:
ADDRI
CITY:
OF PROJECT
contractor construction methods.
TION:
ERT. #: CGC047289
UBALDO BLANCO GO INC
UBALDO BLANCO
4 ISLE DRIVE APT-8F
STATE: FLORIDA
. (786) 512-5717
INFORMATION:
N ADMINISTRATION LLC
FLAGLER AVENUE
ST. LUCIE CO CERT. #: 30970
ZIP: 33009
FAX:
STATE: FLORIDA ZIP: 33144
FAX:
/ENGINEER INFORMATION:
-IT MCGUIRE & ASSOCIATES
80 ROYAL PALM POINTE SUITE 401
BEACH
(DAYTIME): (772) 569-5505
STATE: FLORIDA
ZIP: 32960
FAX: (772) 569-1455
9123109
06130117
REVIS- I
�,4
Knight
Consi
80 Royal
Vero I
David S. Knight, P.E.
Scott B. McGuire, P.E.
Planning & Development Department
Building & Code Regulation Division
St. Lucie County
2300 Virginia Avenue
Ft. Pierce, FL 34982
RE: AcquaVista Lot 2 (a.k.a. Queen
PERMIT #1901-0541
To Who It May Concern:
3uire & Associates, Inc.
Engineers and Planners
Palm Pointe, Suite 401
�each, Florida 32960
Phone: (772) 569-5505
Fax: (772) 569-1455
July 1, 2019 R E t -E-1 -E- D-
JUL 0 2 ?0!9
ST. Lucie County, Permitting_
Preserve, Block A, Lot 2)
The following clarifications and modifications for the above mentioned project/permit number
shall be completed in accordance with th� variations from the permitted design, as detailed
below: I
1. The following detail is provided for floating, frangible slabs to be constructed where
ShearWall Footings and Transition Ca I p s were poured, independently of the slabs. All
cracking and settlement control is the responsibility ofthe contractor.
2"Jeer x 24'wide THICKFNED EDGE refer to
**FRANGIBLE - NO STEEL REINFORCEMENT-
3OOOr5i NBERME51-1 CONCRETE - TYPICAL
WHERE FRANGIBLE SLAB ABUTS PERMANENT
FOUNDATIONS (5HEAP%A/ALL FOOTINGS AND
TRANSITION CAPS)
4:' thick 3000pr,) CONCRETE 5LAD -
fIBERMESti REINF. - FRANGIBLE -
SAW CUT into 5Z'max. -IECTION5 -
refer to plans for cut locabor157
Q
.0,Pbk
dry &
221, x 24' deep FOOTING w/ (3) #55 C(
bottom) 4 #3 STIRRUPS @ I G" O.C. -
ALL5HEAF WALL5 * ELEVA:
Cordially,
74��- -
David S. Knight, P.E.
FL Reg. No. 41060
'AL WALL SECTION
5- 10) for mawnry
;tIon 5peclficatlor;5
7
5aw.cut @ ed'5je of
7 fou ndation (BELOM
Z-a
Eli'
)5%
'4
Y)
.. .... ... .. . ... . . . ... ..
(top
. . ... ........ .......
CAL at
. ....... ..... . ..... . .. 22".
WALLS
Min.
.. ..... . ..... . I
APPLY WATERPROOFING T 0
MASONRY IVVAI �L A MINIMUM 12"
ABOVE ADJACENT FIN15H GRADE
NOT REQUIRED VANERE FLOOR
ELEVATION 15 G" OR MOPE
AE30VE FIN15H GFA0ff
�F!NOH GRADE
MATERIAL
-TOP
per CONTRAC
4'3000ps� CONCRErE
OVERPOUR
'--�—GXG 10/ 10 W'W.M.
(2'-wde STRIP)
STANDARD
900K
3'MIN. PILE
EMBEDMENT
TYPICAL AUGER CAST PILE
REFER TO DETAILS
REVIEWED FOR
CODE -COMPLIANCE
ST. LUCIE COUNTY
BOCC
P,